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International Journal of Geomechanics
EISSN: 1943-5622
ISSN: 1532-3641
Priority: 6
Publisher: American Society of Civil Engineers
Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...
Now showing items 1-7 of 7
Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed
Publisher: ASCE
Abstract: The discrete-element method (DEM) was employed in this study to analyze the micromechanical behavior of an axially loaded geogrid-encased stone column (GESC) installed in a clay bed. A three-dimensional DEM model was ...
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids
Publisher: ASCE
Abstract: This study employed finite element limit analysis (FELA) to investigate the influence of eccentric loads on the bearing capacity of footings above single and double continuous voids. Upper bound theorem (UB), lower bound ...
Behaviors of a Laterally Loaded Pile Located in a Mountainside
Publisher: ASCE
Abstract: In this paper, the performance of a laterally loaded single pile located in a mountainside was predicted by a modified strain wedge (SW) technique and, in particular, the emphasis is on quantifying pile–soil interactions ...
Failure Process of a Single Stone Column in Soft Soil beneath Rigid Loading: Numerical Study
Publisher: ASCE
Abstract: The discrete element method–finite difference method (DEM--FDM) numerical simulation was conducted to investigate the failure process and the bearing mechanism of the single stone column in soft soil beneath rigid loading. ...
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis
Publisher: ASCE
Abstract: In this study, the seismic stability of a slope containing a laterally loaded pile under seismic conditions is evaluated by the finite-element limit analysis (FELA) approach. The seismic action is idealized as a horizontal ...
Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading
Publisher: ASCE
Abstract: This paper investigates the stability of unlined rectangular tunnels in rock masses subjected to surcharge loading using adaptive finite element limit analysis based on the generalized Hoek-Brown failure criterion. Both ...
Experimental Investigation on the Evolution of Soil Arching in Cohesive Soils Using a DIC Technique
Publisher: ASCE
Abstract: This study conducted a series of trapdoor tests to investigate the soil arching effect in cohesive soils, which are commonly encountered in engineering practice but have not been previously investigated in the existing ...